JPH0967935A - Reinforcement arranging device - Google Patents

Reinforcement arranging device

Info

Publication number
JPH0967935A
JPH0967935A JP7222889A JP22288995A JPH0967935A JP H0967935 A JPH0967935 A JP H0967935A JP 7222889 A JP7222889 A JP 7222889A JP 22288995 A JP22288995 A JP 22288995A JP H0967935 A JPH0967935 A JP H0967935A
Authority
JP
Japan
Prior art keywords
bar
traveling
guide posts
vertical
holder
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP7222889A
Other languages
Japanese (ja)
Other versions
JP3031661B2 (en
Inventor
Makoto Enomoto
本 誠 榎
Takezo Miyamoto
本 武 三 宮
Masao Kunichika
近 正 男 國
Akiyasu Takagi
木 了 靖 高
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kajima Corp
Original Assignee
Kajima Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kajima Corp filed Critical Kajima Corp
Priority to JP7222889A priority Critical patent/JP3031661B2/en
Publication of JPH0967935A publication Critical patent/JPH0967935A/en
Application granted granted Critical
Publication of JP3031661B2 publication Critical patent/JP3031661B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E30/00Energy generation of nuclear origin
    • Y02E30/30Nuclear fission reactors

Landscapes

  • Movable Scaffolding (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Wire Processing (AREA)

Abstract

PROBLEM TO BE SOLVED: To improve working efficiency easily and safely. SOLUTION: Circular temporary rails 3, 3 are laid on the installation floor F of a cylindrical concrete wall 1, a plurality of pairs of elevatable guide posts 13 are standingly provided on a traveling carriage 11 freely traveling on the rails 3, 3, a sliding type elevatable scaffold 16 is provided on the guide posts 13 elevatably and slidably, an elevatable hoist 17 is provided thereon, the traveling carriage 11 is run, vertical reinforcement A or horizontal reinforcement B is held with the traveling hoist 17 through a holder 20 or 26 so as to laterally move or slide, and the scaffold 16 is slided so as to perform a work for arranging the reinforcement.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、鉄筋コンクリート
又は鉄骨鉄筋コンクリート等の構造物を建造する際に鉄
筋を所定の位置に配筋する配筋装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a bar arrangement device for arranging reinforcing bars at predetermined positions when constructing a structure such as reinforced concrete or steel frame reinforced concrete.

【0002】[0002]

【従来の技術】例えば原子力発電所の鉄筋コンクリート
製の原子炉格納容器等の構造物では、円筒状の鉄筋コン
クリート壁の壁厚が例えば2mにも達し、壁内を半径方
向に種々多数の配管類が貫通している。
2. Description of the Related Art For example, in a structure such as a reinforced concrete reactor containment vessel of a nuclear power plant, the wall thickness of a cylindrical reinforced concrete wall reaches, for example, 2 m, and various pipes are radially arranged in the wall. Penetrates.

【0003】これらの鉄筋構造物には、大径でかつ長尺
の重量鉄筋が用いられているが、従来、これらの重量鉄
筋は、別体に配置されたクレーン等で1本づつ吊り上
げ、配筋現場付近に配置した仮設足場上の作業員が人力
作業で所定の配筋位置に配筋していた。
Large-diameter and long-length heavy reinforcing bars are used for these reinforcing bar structures. Conventionally, these heavy reinforcing bars are individually lifted and arranged by a crane or the like arranged separately. A worker on a temporary scaffold placed near the muscle site was manually arranging at a predetermined bar arrangement position.

【0004】[0004]

【発明が解決しようとする課題】しかし、上述の方法で
は、壁内を貫通する配管類及び配筋作業のための仮設足
場等の障害物が、クレーン吊りによる鉄筋の搬送を煩雑
にし、場合によっては鉄筋の吊り替えや、人力による横
持ちの移動を余儀なくされるため、作業員にとっては苦
渋作業であり、また、足場の悪い中での重作業は危険で
ある。
However, in the above method, obstacles such as pipes penetrating through the wall and temporary scaffolding for bar arrangement work complicate the transportation of the reinforcing bar by hanging the crane, and depending on the case, Since it is forced to suspend the rebar and move it laterally by human power, it is a laborious task for workers, and heavy work in a poor footing is dangerous.

【0005】また、壁の重さ方向へ何層もの鉄筋を配筋
するため、配筋作業用の仮設足場の盛り替え作業が煩雑
に必要となり、そのために無駄な労力と時間とを必要に
していた。
Further, since many layers of reinforcing bars are laid out in the weight direction of the wall, it is necessary to refill the temporary scaffolding for laying work, which requires unnecessary labor and time. It was

【0006】更に、鉄筋を1本づつクレーンで吊るの
は、多くの時間を必要とし、作業効率が著しく悪かっ
た。
Further, it took a lot of time to suspend the reinforcing bars one by one with a crane, and the working efficiency was extremely poor.

【0007】本発明は、容易かつ安全で作業効率を向上
する配筋装置を提供することを目的としている。
An object of the present invention is to provide a bar arrangement device that is easy and safe and improves work efficiency.

【0008】[0008]

【課題を解決するための手段】本発明によれば、鉄筋コ
ンクリート又は鉄骨鉄筋コンクリート等の構造物のコン
クリート壁と平行に敷設された仮設レールに走行自在な
走行台車と、該走行台車に立設された複対の昇降ガイド
ポストと、これら複対の昇降ガイドポストに昇降自在に
設けられ前記コンクリート壁に対し前後進自在なスライ
ド式昇降足場と、前記複対の昇降ガイドポストの頂部を
連結するフレームに横行及び前後進自在に設けられた走
行式ホイストと、該走行式ホイストに設けられた鉄筋保
持具とを備えている。
According to the present invention, a traveling carriage that can travel freely on a temporary rail laid parallel to a concrete wall of a structure such as reinforced concrete or steel-framed reinforced concrete, and is erected on the traveling carriage. A pair of elevating guide posts, a slide-type elevating scaffold that is vertically movable on the elevating guide posts of these pairs, and is movable forward and backward relative to the concrete wall, and a frame that connects the tops of the elevating guide posts of the pair. The traveling hoist is provided so as to be able to traverse and move forward and backward, and a reinforcing bar holder provided in the traveling hoist.

【0009】上記鉄筋保持具が、縦筋を保持し該縦筋の
自重でロックされるカムを備え、該カムのロックを解除
する手動手段が設けられている。
The reinforcing bar holder is provided with a cam that holds the vertical bar and is locked by the weight of the vertical bar, and manual means for unlocking the cam is provided.

【0010】また、鉄筋保持具が、横筋を載置する凹部
を備えた対をなすアームで構成されている。
Further, the reinforcing bar holder is composed of a pair of arms provided with a recess for mounting the transverse bar.

【0011】前記鉄筋保持具に縦筋を保持し、縦筋の自
重でカムが縦筋をロックした状態で走行ホイストを走行
スライドし、縦筋を所定位置に移動してコンクリート壁
側の縦筋受け具にあずけて固定したのち、手動手段によ
り縦筋のロックを解除して縦筋を配置する。
A vertical bar is held on the reinforcing bar holder, and the running hoist is slid while the cam is locked by the cam due to the weight of the vertical bar, and the vertical bar is moved to a predetermined position to move the vertical bar on the concrete wall side. After fixing it to the receiving member, the vertical streaks are unlocked by manual means and the vertical streaks are arranged.

【0012】また、前記鉄筋保持具を対をなすアームの
凹部に横筋を載置した状態で走行ホイストを走行スライ
ドし、横筋を所定位置に移動してコンクリート壁側の横
筋受け具にあずけたのち、アームを下降させて横筋を配
置する。
Further, after the horizontal hoist is placed in the recess of the paired arms of the reinforcing bar holder, the traveling hoist is slid to move the lateral bar to a predetermined position, and the horizontal bar is placed on the concrete wall side lateral bar receiver. , Lower the arm and place the horizontal streak.

【0013】[0013]

【発明の実施の形態】以下図面を参照して本発明の実施
の形態を説明する。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the drawings.

【0014】図1において、例えば原子炉収納容器の円
筒状の鉄筋コンクリート壁1の設置床Fには、コンクリ
ート壁1に沿った円形の仮設レール3、3が敷設されて
いる。そして、この仮設レール3、3には、全体を符号
10で示す配筋装置が走行自在に設けられている。な
お、図中の符号Aは縦筋、Bは横筋、2a〜2cは両筋
A、Bの間から半径方向外方に突出されている配管であ
る。
In FIG. 1, for example, circular temporary rails 3, 3 along the concrete wall 1 are laid on the installation floor F of the cylindrical reinforced concrete wall 1 of the reactor storage container. The temporary rails 3 are provided with a bar arrangement device indicated by reference numeral 10 so that the bar arrangement device can travel freely. In the figure, reference numeral A is a vertical streak, B is a horizontal streak, and 2a to 2c are pipes projecting radially outward between the two streaks A and B.

【0015】図2ないし図4において、配筋装置10
は、自走台車11、昇降ガイドポスト13、スライド式
昇降足場16及び一対の走行式ホイスト17から概略構
成されている。
2 to 4, the bar arrangement device 10 is shown.
Includes a self-propelled carriage 11, a lifting guide post 13, a sliding lifting scaffold 16, and a pair of traveling hoists 17.

【0016】前記走行台車11は、平面形が仮設レール
3、3と略同径の円弧形に形成され、図示しない走行モ
ータで駆動される複対の車輪12が設けられている。
The traveling carriage 11 is formed in an arc shape whose plane shape is substantially the same diameter as the temporary rails 3 and 3, and is provided with a pair of wheels 12 driven by a traveling motor (not shown).

【0017】前記昇降ガイドポスト13は、走行台車1
0の長手方向の端部にそれぞれ一対が設けられ、頂部は
連結ビーム14で連結されている。そして、連結ビーム
14、14の対向する端部は、それぞれフレーム15、
15で連結されている。
The lifting guide post 13 is used for the traveling carriage 1.
A pair is provided at each of the longitudinal end portions of 0, and the top portions are connected by the connecting beam 14. The opposite ends of the connecting beams 14 and 14 are connected to the frame 15 and the frame 15, respectively.
They are connected at 15.

【0018】前記スライド式昇降足場16は、2対の昇
降ガイドポスト13、13に昇降自在に設けられ、図示
しない昇降モータにより昇降され、また、図示しない前
後進モータにより、コンクリート壁1に対し前後進され
るようになっている。
The slide type lifting scaffold 16 is provided on two pairs of lifting guide posts 13 and 13 so as to be able to move up and down, and is moved up and down by an unillustrated lifting motor. It is designed to be advanced.

【0019】前記走行式ホイスト17は、フレーム1
5、15に横行自在な枠状のサブフレーム18に、スラ
イドフレーム19、19によりスライド自在に設けられ
ている。
The traveling hoist 17 includes the frame 1
A frame-shaped sub-frame 18 which can traverse 5 and 15 is slidably provided by slide frames 19 and 19.

【0020】図5には、縦筋保持具20が示されてい
る。この縦筋保持具20には、走行式ホイスト17のフ
ック17aに吊設される枠状のフレーム21が設けられ
ている。このフレーム21には、図示の例では3本の縦
筋Aを保持する保持機構22が設けられている。その保
持機構22には、縦筋Aをガイドするガイド溝23と、
ガイド溝23にガイドされた縦筋Aに一端が当接し、縦
筋Aの自重で縦筋Aをロックするカム24と、そのカム
24の他端に取付けられた手動手段であるロック解除用
ロープ25とが設けられている。
FIG. 5 shows the vertical bar holder 20. The vertical bar holder 20 is provided with a frame-shaped frame 21 suspended from the hook 17a of the traveling hoist 17. The frame 21 is provided with a holding mechanism 22 that holds three vertical stripes A in the illustrated example. The holding mechanism 22 includes a guide groove 23 for guiding the vertical stripe A,
One end abuts on the vertical streak A guided by the guide groove 23 and locks the vertical streak A by the weight of the vertical streak A, and a lock releasing rope which is a manual means attached to the other end of the cam 24. And 25 are provided.

【0021】図6には、横筋保持具26が示されてい
る。この保持具26には、フック17aに吊設された円
弧状のフレーム27が設けられている。そのフレーム2
7の両端には、アーム28がそれぞれ垂設され、これら
アーム28、28には、図示の例では3本の横筋Bを載
置する凹部29がそれぞれ形成されている。
FIG. 6 shows the transverse bar holder 26. The holder 26 is provided with an arc-shaped frame 27 suspended from the hook 17a. Its frame 2
Arms 28 are vertically provided at both ends of 7, and recesses 29 for mounting the three horizontal stripes B are formed in these arms 28, 28, respectively.

【0022】次に配筋の態様を説明する。Next, the mode of the bar arrangement will be described.

【0023】配筋に際し、あらかじめ別体のクレーン等
により、場外から縦筋A又は横筋Bの鉄筋束を搬入し、
スライド式昇降足場16に仮置きしておく。
When arranging, the reinforcing bar bundle of the longitudinal bar A or the lateral bar B is carried in from the outside by a separate crane or the like in advance,
It is temporarily placed on the slide-type lifting scaffold 16.

【0024】鉄筋束を積載後、配筋装置10を走行移動
し、所定の配筋位置に停止させる。
After the reinforcing bar bundle is loaded, the bar arrangement device 10 is moved and stopped at a predetermined bar arrangement position.

【0025】次いで、スライド式昇降足場16上の作業
員は、鉄筋束をばらして例えば縦筋保持具20に3本の
縦筋Aをセットして走行式ホイストで吊り下げ、サブフ
レーム18を横行し、スライドフレーム19をスライド
させて縦筋Aを所定位置まで移送する。
Next, the worker on the slide-type lifting scaffold 16 disassembles the reinforcing bar bundle, sets, for example, three vertical bars A on the vertical bar holder 20, suspends it with a traveling hoist, and traverses the subframe 18. Then, the slide frame 19 is slid to transfer the vertical stripe A to a predetermined position.

【0026】次に、スライド式昇降足場16を昇降及び
スライドさせ、作業員が作業し易い位置まで移動させ
る。そこで、縦筋Aをコンクリート壁1側の図示しない
縦筋受け具にあずけて固定したのち、ロック解除用ひも
25を引いて縦筋Aのロックを解除する。また、横筋B
は、横筋保持具26の凹部28に載置し、コンクリート
壁1側の図示しない横筋受け具にあずけたのち、横筋保
持具26を下降させることにより横筋Bを解放する。
Next, the slide type lifting scaffold 16 is moved up and down and moved to a position where a worker can easily work. Therefore, after the vertical streak A is fixed to the unillustrated vertical streak receiver on the concrete wall 1 side, the lock 25 is pulled to unlock the vertical streak A. Also, the horizontal line B
Is placed in the concave portion 28 of the horizontal stirrup holder 26, and after being placed in a horizontal stirrup holder (not shown) on the concrete wall 1 side, the horizontal stirrup holder 26 is lowered to release the horizontal stirrup B.

【0027】このような手順を繰返し、更に必要に応じ
て配筋装置10を走行移動させて配筋作業を行う。
The procedure described above is repeated, and the bar arrangement device 10 is further moved to perform bar arrangement work as required.

【0028】そして、スライド式昇降足場16上に仮置
きした鉄筋を全て配筋し終ったのち、再び場外から鉄筋
束を搬入し仮置きして上記の作業を行う。
After all the reinforcing bars temporarily placed on the slide-type lifting scaffolding 16 have been laid out, the reinforcing bar bundle is again loaded from the outside and temporarily placed to perform the above-mentioned work.

【0029】このように、鉄筋の移送は配筋装置により
容易かつ安全に行い、また、足場16をスライドさせる
ことにより、懐の深い場所での配筋作業も容易に行うこ
とができる。
As described above, the reinforcing bar can be easily and safely transferred by the reinforcing bar apparatus, and by sliding the scaffold 16, the reinforcing bar work can be easily carried out in a deep pocket.

【0030】[0030]

【発明の効果】本発明は、以上説明したように構成され
ているので、配筋作業を容易かつ安全に行い、作業効率
を向上することができる。
EFFECTS OF THE INVENTION Since the present invention is constructed as described above, the work of arranging can be performed easily and safely, and the work efficiency can be improved.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明を実施した配筋装置により配筋作業を行
っている原子炉格納容器のコンクリート壁を示す斜視
図。
FIG. 1 is a perspective view showing a concrete wall of a reactor containment vessel in which reinforcement work is performed by a reinforcement device embodying the present invention.

【図2】本発明の一実施の態様を示す正面図。FIG. 2 is a front view showing an embodiment of the present invention.

【図3】図2の上面図。FIG. 3 is a top view of FIG.

【図4】図3のA−A矢視断面図。FIG. 4 is a sectional view taken along the line AA of FIG. 3;

【図5】縦筋保持具を示す斜視図。FIG. 5 is a perspective view showing a vertical line holder.

【図6】横筋保持具を示す斜視図。FIG. 6 is a perspective view showing a horizontal bar holder.

【符号の説明】[Explanation of symbols]

A・・・縦筋 B・・・横筋 F・・・設置床 1・・・コンクリート壁 2a〜2c・・・配管 3・・・仮設レール 10・・・配筋装置 11・・・走行台車 12・・・車輪 13・・・昇降式ガイドポスト 14・・・連結ビーム 15・・・フレーム 16・・・スライド式昇降足場 17・・・走行式ホイスト 17a・・・フック 18・・・サブフレーム 19・・・スライドフレーム 20・・・縦筋保持具 21・・・フレーム 22・・・保持機構 23・・・ガイド溝 24・・・カム 25・・・ロック解除用ロープ 26・・・横筋保持具 27・・・フレーム 28・・・アーム 29・・・凹部 A ... Vertical line B ... Horizontal line F ... Installation floor 1 ... Concrete wall 2a to 2c ... Piping 3 ... Temporary rail 10 ... Reinforcing device 11 ... Traveling vehicle 12・ ・ ・ Wheels 13 ・ ・ ・ Elevating guide posts 14 ・ ・ ・ Connecting beams 15 ・ ・ ・ Frames 16 ・ ・ ・ Sliding elevating scaffolds 17 ・ ・ ・ Running hoists 17 a ・ ・ ・ Hooks 18 ・ ・ ・ Sub frames 19・ ・ ・ Slide frame 20 ・ ・ ・ Longitudinal line retainer 21 ・ ・ ・ Frame 22 ・ ・ ・ Holding mechanism 23 ・ ・ ・ Guide groove 24 ・ ・ ・ Cam 25 ・ ・ ・ Lock release rope 26 ・ ・ ・ Horizontal line retainer 27 ... Frame 28 ... Arm 29 ... Recess

───────────────────────────────────────────────────── フロントページの続き (72)発明者 高 木 了 靖 新潟県新潟市万代一丁目3番4号 鹿島建 設株式会社北陸支店内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Ryo Takagi Yasushi Yasushi, Niigata City, Niigata Prefecture 1-3-4 Kayo Construction Hokuriku Branch Co., Ltd.

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 鉄筋コンクリート又は鉄骨鉄筋コンクリ
ート等の構造物のコンクリート壁と平行に敷設された仮
設レールに走行自在な走行台車と、該走行台車に立設さ
れた複対の昇降ガイドポストと、これら複対の昇降ガイ
ドポストに昇降自在に設けられ前記コンクリート壁に対
し前後進自在なスライド式昇降足場と、前記複対の昇降
ガイドポストの頂部を連結するフレームに横行及び前後
進自在に設けられた走行式ホイストと、該走行式ホイス
トに設けられた鉄筋保持具とを備えていることを特徴と
する配筋装置。
1. A traveling carriage that can travel freely on a temporary rail laid parallel to a concrete wall of a structure such as reinforced concrete or steel-framed reinforced concrete, and a double pair of elevating guide posts erected on the traveling carriage. A slide-type elevating scaffold that is movable up and down on a pair of elevating guide posts and can move forward and backward with respect to the concrete wall, and a frame that connects the tops of the double pairs of elevating guide posts to traverse and move forward and backward. Type hoist and a reinforcing bar holder provided on the traveling type hoist.
【請求項2】 鉄筋保持具が、縦筋を保持し該縦筋の自
重でロックされるカムを備え、該カムのロックを解除す
る手動手段が設けられている請求項1記載の配筋装置。
2. The bar arrangement device according to claim 1, wherein the reinforcing bar holder includes a cam that holds the vertical bar and is locked by the weight of the vertical bar, and manual means for unlocking the cam is provided. .
【請求項3】 鉄筋保持具が、横筋を載置する凹部を備
えた対をなすアームで構成されている請求項1記載の配
筋装置。
3. The bar arrangement device according to claim 1, wherein the reinforcing bar holder is composed of a pair of arms having a recess for mounting the transverse bar.
JP7222889A 1995-08-31 1995-08-31 Bar arrangement device Expired - Lifetime JP3031661B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7222889A JP3031661B2 (en) 1995-08-31 1995-08-31 Bar arrangement device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7222889A JP3031661B2 (en) 1995-08-31 1995-08-31 Bar arrangement device

Publications (2)

Publication Number Publication Date
JPH0967935A true JPH0967935A (en) 1997-03-11
JP3031661B2 JP3031661B2 (en) 2000-04-10

Family

ID=16789466

Family Applications (1)

Application Number Title Priority Date Filing Date
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009121108A (en) * 2007-11-14 2009-06-04 East Japan Railway Co Reinforcement assembling method for high-rise structure reinforcing method, and reinforcement assembling jig for the same
JP2016141984A (en) * 2015-01-30 2016-08-08 清水建設株式会社 Carrier system for construction work

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009121108A (en) * 2007-11-14 2009-06-04 East Japan Railway Co Reinforcement assembling method for high-rise structure reinforcing method, and reinforcement assembling jig for the same
JP4521024B2 (en) * 2007-11-14 2010-08-11 東日本旅客鉄道株式会社 Reinforcing bar assembly method and reinforcing bar assembly jig for reinforcing structure of high structure
JP2016141984A (en) * 2015-01-30 2016-08-08 清水建設株式会社 Carrier system for construction work

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